US10358188B2 - Floating offshore structures with round pontoons - Google Patents

Floating offshore structures with round pontoons Download PDF

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Publication number
US10358188B2
US10358188B2 US15/808,057 US201715808057A US10358188B2 US 10358188 B2 US10358188 B2 US 10358188B2 US 201715808057 A US201715808057 A US 201715808057A US 10358188 B2 US10358188 B2 US 10358188B2
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Prior art keywords
tubular member
column
pontoon
offshore structure
coupled
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US15/808,057
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US20180127060A1 (en
Inventor
Marcelo I. L. Souza
Lyle David Finn
Xavier Castello
Rodrigo M. R. Guimarães
Luiz Germano Bodanese
Rafael Bodanese
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Horton do Brasil Technologia Offshore Ltda
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Horton do Brasil Technologia Offshore Ltda
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Priority to US15/808,057 priority Critical patent/US10358188B2/en
Assigned to HORTON DO BRASIL TECHNOLOGIA OFFSHORE, LTDA. reassignment HORTON DO BRASIL TECHNOLOGIA OFFSHORE, LTDA. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: SOUZA, MARCELO I. L., BODANESE, LUIZ GERMANO, BODANESE, RAFAEL, FINN, LYLE DAVID, GUIMARÃES, RODRIGO M. R., CASTELLO, Xavier
Publication of US20180127060A1 publication Critical patent/US20180127060A1/en
Priority to US16/438,133 priority patent/US11084553B2/en
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/107—Semi-submersibles; Small waterline area multiple hull vessels and the like, e.g. SWATH
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B35/4413—Floating drilling platforms, e.g. carrying water-oil separating devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
    • B63B39/06—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by using foils acting on ambient water
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00—Supports for the drilling machine, e.g. derricks or masts
    • E21B15/02—Supports for the drilling machine, e.g. derricks or masts specially adapted for underwater drilling
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B1/121—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising two hulls
    • B63B2001/123—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising two hulls interconnected by a plurality of beams, or the like members only
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B1/125—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising more than two hulls
    • B63B2001/126—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising more than two hulls comprising more than three hulls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B2001/128—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising underwater connectors between the hulls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/442—Spar-type semi-submersible structures, i.e. shaped as single slender, e.g. substantially cylindrical or trussed vertical bodies
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
    • B63B39/06—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by using foils acting on ambient water
    • B63B2039/067—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude to decrease vessel movements by using foils acting on ambient water effecting motion dampening by means of fixed or movable resistance bodies, e.g. by bilge keels
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices

Definitions

  • the disclosure relates generally to floating offshore structures. More particularly, the disclosure relates to buoyant semi-submersible offshore platforms for offshore drilling and/or production operations. Still more particularly, the disclosure relates to the geometries of the hulls of semi-submersible offshore platforms, and in particular, the horizontal pontoons of the hull.
  • semi-submersible floating structures or platforms are used for various types of offshore operations including offshore drilling and production of oil and gas, as well as offshore construction operations.
  • Conventional semi-submersible offshore platforms typically include a hull that provides sufficient buoyancy to support a work deck above the surface of the water, as well as rigid and/or flexible piping or risers extending from the platform to the seafloor.
  • the hull often includes a horizontal base that supports a plurality of vertically oriented columns, which in turn support the work deck above the surface of the water.
  • the size of the pontoons and the number of columns are governed by the size and weight of the work platform and associated payload to be supported by the hull.
  • a floating offshore structure comprises a buoyant hull including a first column, a second column, and a pontoon coupled to the first column and the second column.
  • Each column is vertically oriented and the pontoon extends horizontally from the first column to the second column.
  • Each column has a central axis, an upper end, and a lower end.
  • the pontoon includes a first tubular member and a second tubular member positioned laterally adjacent to the first tubular member.
  • Each tubular member has a central axis, a first end coupled to the lower end of the first column, and a second end coupled to the lower end of the second column.
  • the longitudinal axis of the first tubular member and the longitudinal axis of the second tubular member are disposed in a common horizontal plane.
  • a floating offshore structure comprises a buoyant hull including a first column, a second column, and a pontoon extending from the first column to the second column.
  • Each column is vertically oriented and has a central axis, an upper end, and a lower end.
  • the pontoon includes a first cylindrical tubular member and a second cylindrical tubular member oriented parallel to the first tubular member.
  • the second cylindrical tubular member is positioned laterally adjacent to the first cylindrical tubular member.
  • Each tubular member is horizontally oriented and has a central axis, a first end coupled to the lower end of the first column, and a second end coupled to the lower end of the second column.
  • Embodiments described herein comprise a combination of features and characteristics intended to address various shortcomings associated with certain prior devices, systems, and methods.
  • the foregoing has outlined rather broadly the features and technical characteristics of the disclosed embodiments in order that the detailed description that follows may be better understood.
  • the various characteristics and features described above, as well as others, will be readily apparent to those skilled in the art upon reading the following detailed description, and by referring to the accompanying drawings. It should be appreciated that the conception and the specific embodiments disclosed may be readily utilized as a basis for modifying or designing other structures for carrying out the same purposes as the disclosed embodiments. It should also be realized that such equivalent constructions do not depart from the spirit and scope of the principles disclosed herein.
  • FIG. 1 is a perspective view, partially in schematic form, of an embodiment of an offshore semi-submersible platform in accordance with principles described herein;
  • FIG. 2 is a perspective view of one of the pontoons of the semi-submersible platform of FIG. 1 ;
  • FIG. 3 is an enlarged perspective view of one of the corners of the hull of the semi-submersible platform of FIG. 1 illustrating truncated portions of one vertical column and two horizontal pontoons;
  • FIG. 4 is enlarged partial cross-sectional perspective bottom view of one of the columns of the semi-submersible platform of FIG. 1 ;
  • FIG. 5 is an enlarged perspective view of the truncated column of FIG. 3 with the pontoons removed;
  • FIG. 6 is an enlarged partial perspective view of an embodiment of a hull for an offshore semi-submersible platform in accordance with the principles described and illustrating one corner of the hull including truncated portions of one vertical column and two horizontal pontoons;
  • FIG. 7 is an enlarged partial perspective view of an embodiment of a hull for an offshore semi-submersible platform in accordance with the principles described and illustrating one corner of the hull including truncated portions of one vertical column and two horizontal pontoons.
  • the terms “including” and “comprising,” as well as derivations of these, are used in an open-ended fashion, and thus are to be interpreted to mean “including, but not limited to . . . .”
  • the term “couple” or “couples” means either an indirect or direct connection. Thus, if a first component couples or is coupled to a second component, the connection between the components may be through a direct engagement of the two components, or through an indirect connection that is accomplished via other intermediate components, devices and/or connections.
  • the recitation “based on” means “based at least in part on.” Therefore, if X is based on Y, then X may be based on Y and on any number of other factors.
  • the word “or” is used in an inclusive manner. For example, “A or B” means any of the following: “A” alone, “B” alone, or both “A” and “B.”
  • axial and axially generally mean along a given axis
  • radial and radially generally mean perpendicular to the axis.
  • an axial distance refers to a distance measured along or parallel to a given axis
  • a radial distance means a distance measured perpendicular to the axis.
  • parallel and perpendicular may refer to precise or idealized conditions as well as to conditions in which the members may be generally parallel or generally perpendicular, respectively.
  • any reference to a relative direction or relative position is made for purpose of clarity, with examples including “top,” “bottom,” “up,” “upward,” “down,” “lower,” “clockwise,” “left,” “leftward,” “right,” “right-hand,” “down”, and “lower.”
  • a relative direction or a relative position of an object or feature may pertain to the orientation as shown in a figure or as described. If the object or feature were viewed from another orientation or were implemented in another orientation, it may be appropriate to describe the direction or position using an alternate term.
  • the terms “approximately,” “about,” “substantially,” and the like mean within 10% (i.e., plus or minus 10%) of the recited value.
  • a recited angle of “about 80 degrees” refers to an angle ranging from 72 degrees to 88 degrees.
  • the hull of a floating semi-submersible platform typically includes a horizontal base and a plurality of vertical columns extending from the base.
  • the base usually includes of a plurality of horizontal pontoons (e.g., 3 or more) connected end-to-end to form a closed loop structure with a large central opening.
  • the lower ends of the columns are seated on top of the corners of the base (i.e., at the intersection of each pair of pontoons), and extend therefrom through the surface of the water to the work deck supported on the upper ends of the columns.
  • the pontoons conventionally have a rectangular cross-sectional shape and are composed of flat stiffened panels.
  • heave which is the vertical linear displacement of the platform in response to wave motion.
  • the floating platform preferably has heave characteristics within acceptable limits to minimize riser fatigue and strength requirements.
  • the heave characteristics of many conventional hull designs present unique challenges to the design of riser systems suitable for the induced dynamic loads and associated fatigue.
  • embodiments of floating offshore structures and hulls disclosed herein offer the potential for improved heave characteristics.
  • FIG. 1 an embodiment of a semi-submersible multicolumn floating offshore structure or platform 50 is shown.
  • platform 50 is deployed in a body of water 52 and is anchored over an operation site with a mooring system.
  • offshore platform 50 includes an adjustably buoyant floating hull 60 and a work deck or topsides 55 mounted atop hull 60 .
  • Topsides 55 is supported by hull 60 above the surface of the water 52 .
  • Hull 60 includes a plurality of adjustably buoyant horizontal pontoons 62 and a plurality of adjustably buoyant parallel vertical columns 64 extending upward from pontoons 62 .
  • buoyancy of pontoons 62 and columns 64 may be adjusted, however, during operations with platform 50 after installation, pontoons 62 are usually flooded (e.g., do not provide any buoyancy) while columns 64 continue to provide adjustable buoyancy to platform 50 .
  • Each pontoon 62 extends horizontally between the lower ends of each pair of laterally adjacent columns 64 , thereby forming a closed loop base 65 with four corners and a central opening 66 . Since pontoons 62 extend between the lateral sides of the lower ends of columns 64 , base 65 may be described as being formed by the pontoons 62 and the lower ends of the columns 64 . Although base 65 is shown as having a square geometry in this embodiment with each pontoon 62 having the same length, in other embodiments, the base (e.g., base 65 ) can have a different geometric shape such as rectangular, triangular, etc.
  • Topsides 55 is mounted to hull 60 atop the upper ends of columns 64 .
  • the equipment used in oil and gas drilling or production operations such as a derrick, draw works, pumps, scrubbers, precipitators and the like is disposed on and supported by topsides 55 .
  • risers or other conduits (not shown) pass through opening 66 in base 65 to topsides 55 .
  • the risers or other conduits are directly supported at topsides 55 .
  • the risers or other conduits may be directly supported by pontoons 62 .
  • Pontoon 62 includes a plurality of straight, elongated, parallel cylindrical tubular members 75 coupled together side-by-side.
  • pontoon 62 includes two horizontal tubular members 75 fixably coupled side-by-side along their lengths with an elongate connecting plate 82 .
  • the term “elongate” refers to a structure or component having a length (e.g., measured along a central or longitudinal axis) that is greater than a width or diameter (e.g., measured perpendicular to the central or longitudinal axis).
  • Plate 82 extends horizontally between the pair of tubular members 75 , and thus, the upper and lower surfaces of connecting plate 82 are disposed in horizontal planes with vertical surface vectors.
  • each tubular member 75 has a linear (i.e., straight) central or longitudinal axis 76 , a first end 75 A fixably connected to the lateral side of the lower end of one column 64 , and a second end 75 B fixably connected to the lateral side of the lower end of another column 64 .
  • each tubular member 75 extends between two columns 64 .
  • each tubular member 75 has the same length measured axially between ends 75 A, 75 B, and thus, each pontoon 62 has the same axial length.
  • Axes 76 of tubular members 75 in the same pontoon 62 lie in a common horizontal plane
  • axes 76 of tubular members 75 in all pontoons 62 of base 65 lie in a common horizontal plane.
  • each tubular member 75 includes a cylindrical side wall 77 , an inner cavity 78 , and plurality of axially-spaced annular stiffeners 79 mounted to the inner surface of side wall 77 within cavity 78 .
  • An end cap or plate 80 is mounted to each end 75 A, 75 B, thereby closing off and sealing cavity 78 within tubular member 75 .
  • end plates 80 are flat plates oriented perpendicular to axis 76 .
  • cavity 78 can be divided into a plurality of distinct and separate ballast tanks.
  • a plurality of axially-spaced vertical bulkheads may be provided along tubular member 75 to define a plurality of axially adjacent ballast tanks.
  • ballast tanks can be selectively filled with fixed ballast, adjustable ballast, a gas such as air, or combinations thereof to adjust the buoyancy of the corresponding tubular member 75 , and hence, the corresponding pontoon 62 and base 65 .
  • tubular member 75 can be formed from a plurality of circular sections 77 A joined together end-to-end.
  • sections 77 A are not elongate, however, in other embodiments, the sections forming the tubular member (e.g., each section 77 A of tubular member 75 ) are elongate.
  • tubular member 75 can be formed from elongate rectangular piece of material (single piece or multiple pieces welded together to form a single piece) that is rolled and then welded lengthwise along a seam.
  • a horizontal edge plate 84 is provided along each laterally side of each pontoon 62 .
  • Each plate 84 extends horizontally from the lateral side of the corresponding pontoon 62 and extends axially along the length of the corresponding pontoon 62 . More specifically, one edge plate 84 extends horizontally from the outer surface of each tubular member 75 on its lateral side opposite connecting plate 82 .
  • connecting plate 82 and edge plates 84 are disposed in a common horizontal plane, and further, are disposed at the vertical mid-section of cylindrical tubular members 75 .
  • each plate 84 extends from the upper and lower surfaces of each plate 84 to the outer surface of sidewall 77 of the corresponding tubular member 75 .
  • Each bracket 86 is axially aligned with one of the annular stiffeners 79 .
  • Brackets 86 reinforce and provide stiffness to edge plates 82 .
  • Connecting plate 82 and edge plates 84 provide structural integrity for pontoon 62 , and provide dampening of vertical motion of platform 50 since they lie in a horizontal plane and induce drag and added mass that resists vertical movement.
  • each of the plates 82 , 84 may also be described as a “heave plate” that reduces the vertical motion of platform 50 .
  • the side-by-side arrangement of multiple cylindrical tubular members 75 reduces or minimizes the vertical height of the corresponding pontoon 62 while simultaneously increasing or maximizing its horizontal width.
  • Such geometry offers the potential to reduce lateral loads experienced by pontoons 62 and platform 50 that may arise due to ocean currents and waves, as well as reduce the heave of the platform 50 by increasing the vertical drag and added mass of pontoons 62 .
  • embodiments of pontoons described herein e.g., pontoons 62
  • each column 64 of hull 60 has a linear (i.e., straight) central or longitudinal axis 101 oriented vertically.
  • axes 101 are perpendicular to axes 76 of cylindrical tubular members 75 in front and side view of hull 60 .
  • each column 64 includes a plurality of parallel, elongated cylindrical tubular members 105 .
  • Each tubular member 105 has a first or upper end 105 A supporting topsides 55 and a second or lower end 1056 attached to a pair of pontoons 62 .
  • each column 64 includes four cylindrical tubular members 105 uniformly circumferentially-spaced about axis 101 of the corresponding column 64 and arranged side-by-side to define a generally square column 64 .
  • each tubular member 105 within a given column 64 is equidistant from axis 101 of the corresponding column 64 .
  • each tubular member 105 includes a cylindrical side wall 107 , an inner cavity 108 , and plurality of axially-spaced annular stiffeners 119 mounted to the inner surface of side wall 107 within cavity 108 .
  • inner cavity 108 of each tubular member 105 is divided into a plurality of vertically-stacked compartments 126 defined by a plurality of axially-spaced decks or bulkheads 120 .
  • Each bulkhead 120 includes a horizontally oriented flat plate 122 reinforced by two sets of stiffeners 124 oriented in perpendicular directions.
  • Compartments 126 define a plurality of distinct and separate ballast tanks within each tubular member 105 .
  • ballast tanks can be selectively filled with fixed ballast, adjustable ballast, a gas such as air, or combinations thereof to adjust the buoyancy of the corresponding tubular member 105 and base 65 .
  • each tubular member 105 within a given column 64 is capped and sealed by an external deck 130 .
  • a single horizontal deck 130 extends across, closes, and seals the lower end 105 B of each tubular member 105 of the corresponding column 64 .
  • Deck 130 also defines a bulkhead or bottom panel for the lowermost ballast tank 126 of each member 105 , thereby simplifying the design of hull 60 and eliminating the need for a separate, additional plates of material to close lower ends 105 B.
  • Each deck 130 includes a horizontal plate 132 reinforced by two sets of multiple stiffeners 134 A, 134 B that run in perpendicular directions.
  • each deck 130 has a generally square shape. In other embodiments, the deck (e.g., deck 130 ) may have a different shape (e.g., circular, rectangular, etc.).
  • deck 130 extends horizontally (radially relative to axis 101 ) beyond the outer perimeter of the corresponding column 64 and associated tubular members 65 .
  • the horizontal distance that each deck 130 extends (radially relative to axis 101 ) beyond the outer perimeter of the corresponding column 64 can be tailored to achieve the desired heave motion of hull 60 and platform 50 .
  • each deck 130 extends (radially relative to axis 101 ) beyond the outer perimeter of the corresponding column 64 is preferably equal to or greater than the minimum horizontal distance between each pair of adjacent tubular members 105 of the corresponding column 64 (e.g., about 1 m) and less than or equal to the outer diameter of one tubular member 105 of the corresponding column 64 ; and more preferably about one-half the outer diameter of one tubular member 105 of the corresponding column 64 .
  • deck 130 extends a short distance under ends 75 A, 75 B of cylindrical tubular members 75 secured to the corresponding column 64 .
  • the horizontal orientation and size of deck 130 (extending beyond the perimeter of the corresponding column 62 ) enables deck 130 to function as a heave plate that induces added mass for reducing heave of platform 50 .
  • cylindrical tubular members 105 of columns 64 can be formed from a plurality of circular sections 107 A joined together end-to-end.
  • sections 107 A are not elongate, however, in other embodiments, each section 107 A is elongate.
  • tubular member 105 can be formed from elongate rectangular piece of material (single piece or multiple pieces welded together to form a single piece) that is rolled and then welded lengthwise along a seam.
  • pontoon 62 is fixably coupled to column 64 via a plurality of connection assemblies 145 —one connection assembly 145 is disposed between each pair of adjacent members 75 , 105 . More specifically, one end 75 A, 75 B of each tubular member 75 is positioned laterally adjacent the lower end 105 B of a corresponding tubular member 105 and is fixably coupled thereto with one connection assembly 145 .
  • each connection assembly 145 includes a plurality of horizontally-spaced, vertically oriented brackets 150 and a plurality of vertically-spaced, horizontally oriented brackets 160 .
  • Brackets 150 are oriented parallel to each other and lie in planes oriented parallel axis 101
  • brackets 160 are oriented parallel to each other and lie in planes oriented perpendicular to axis 101 .
  • brackets 150 are circumferentially spaced about a portion of the outer surface 110 of the corresponding member 105
  • brackets 160 are vertically spaced about the portion of the outer surface 110 of the corresponding member 105 .
  • Brackets 150 , 160 are fixably secured to the cylindrical outer surfaces of the corresponding members 75 , 105 .
  • Each bracket 150 of each connection assembly 145 extends to the same end 75 A, 75 B of the corresponding tubular member 75 , and thus, the circumferentially outer brackets 150 of each connection assembly 145 (e.g., brackets 150 disposed more proximal the lateral sides of assembly 145 ) extend horizontally a greater distance to the corresponding end 75 A, 75 B than the circumferentially inner brackets 150 (e.g., brackets 150 disposed more proximal the lateral center of assembly 145 ) to compensate for the curvature of the outer surface 110 of the corresponding tubular member 105 .
  • Circular recess 170 is sized and shaped to slidingly receive end 75 A, 75 B of the corresponding tubular member 75 , which is welded to protrusions 156 , 158 , 166 and spines 154 , 164 .
  • the inner face of recess 170 opposite the corresponding end 75 A, 75 B is flat to match the flat end 75 A, 75 b and flat end plate 80 of the corresponding tubular member 75 .
  • connecting plate 82 between tubular members 75 is aligned with and sits adjacent the central horizontal brackets 160 extending from adjacent tubular members 105 and may be welded to two vertical brackets 150 .
  • pontoons 62 can be formed from cylindrical tubular members 75 have flat ends 75 A, 75 b that are closed and sealed by a flat end plate 80 before pontoons 62 are connected to columns 64 .
  • pontoons 62 can be fabricated, sealed, and tested before they are coupled to columns 64 .
  • each bracket 150 is co-planar with one of the stiffeners 134 A, 134 B of deck 130 with lower ends 152 coupled to deck 130 (e.g., welded), thereby providing structural continuity between connection assemblies 145 , decks 130 , pontoons 62 , and columns 64 .
  • Brackets 150 , 160 may be, for example, flat plates welded to members 75 , 105 and deck 130 and may installed by any method known in the art. In the example of FIG. 5 , brackets 150 , 160 are spaced so as to allow access to welding machines and workers to carry out all welding procedure and inspection. Together, the vertical and horizontal brackets 150 , 160 , and the stiffeners 134 A, 134 B are configured to distribute a load, provide structural continuity, and avoid stress concentrations. Manufacturing and inspection are expected to be simpler and more cost effective than traditional saddle connections.
  • each tubular member 75 is self-contained, such that cavities 78 of the adjacent tubular members 75 of each pontoon 62 are structurally separated and isolated from each other, from tubular members 105 , and from other tubular members 75 .
  • the volumes 78 or their ballast tanks may be interconnected to other members 75 or columns 64 by plumbing.
  • each pontoon 262 includes a plurality of straight, elongated, horizontally oriented tubular members 275 connected laterally side-by-side.
  • two parallel, tubular members 275 are connected side-by-side by a horizontal connecting plate 82 as previously described to form the pontoon 262 .
  • tubular member 275 lacks an end cap or end plate at ends 275 A, 275 B. Instead, cavity 78 is sealed at the intersection of ends 275 A, 275 B and the lower end of one of the corresponding column 64 , as will be described in more detail below.
  • Tubular member 275 also includes a plurality of axially adjacent ballast tanks defined by axially-spaced bulkheads.
  • tubular members 275 can be formed in the same manner as cylindrical tubular members 75 previously described (e.g., elongate material, possibly rolled and welded lengthwise or from multiple, short circular sections joined end-to-end).
  • Axes 276 of tubular members 275 are located in the same horizontal plane. As previously described with respect to pontoon 62 , the side-by-side arrangement of multiple tubular members 275 reduces or minimizes the vertical height of the corresponding pontoon 262 while simultaneously increasing or maximizing its horizontal width. This geometry offers the potential to reduce lateral loads experienced by pontoons 262 and the associated platform that may arise due to ocean currents and waves, as well as reduce the heave of the platform 50 by increasing the vertical drag and added mass of pontoons 262 .
  • pontoons 262 offer the potential to reduce the performance requirements and associated costs of mooring systems as compared to those that may be necessary to manage heave of a similarly sized conventional hull.
  • each pontoon 262 is coupled to a corresponding tubular member 64 with connections 285 —one connection 285 is provided between each tubular member 275 and a corresponding tubular member 105 .
  • each tubular member 275 is positioned adjacent one of the vertical tubular members 105 and is coupled to the lower end 105 B of that tubular member 105 with one connection 285 .
  • Each connection 285 is a saddle-type connection in which the contoured end 275 A, 275 B of the tubular member 275 wraps partially around outer surface 110 of the corresponding tubular member 105 and is coupled directly thereto (e.g., welded).
  • connection 285 does not include any gussets or brackets extending between the coupled members 275 , 105 , however, in other embodiments, such features may be added.
  • the outer diameter of each tubular member 275 is less than the outer diameter of the corresponding tubular member 105 .
  • the outer diameter of each tubular member 275 is preferably 80 to 90% of the outer diameter of the corresponding tubular member 105 .
  • Hull 360 supports a topsides (e.g., topsides 55 ) above the surface of a body of water, and may replace hull 60 of platform 50 shown in FIG. 1 .
  • hull 360 includes a plurality of adjustably buoyant horizontal pontoons 362 coupled to the lower ends of a plurality of adjustably buoyant column 364 .
  • hull 360 includes a plurality of vertical columns 364 , a plurality of horizontal pontoons 362 connected to the lower ends of the columns 364 and forming a closed-loop base similar to base 65 previously described.
  • Each corner of hull 360 is the same as shown in FIG. 7 , and thus, one corner of hull 360 will be described with the understanding the other corners of hull 360 are the same.
  • Pontoon 362 extends from the lower end of column 364 . Similar to pontoon 262 , each pontoon 362 includes a plurality of straight, elongated, tubular members 275 as previously described arranged horizontally side-by-side. However, in this embodiment, three parallel, tubular members 275 are connected by horizontal connecting plates 82 —one plate 82 as previously described is disposed between each pair of adjacent tubular members 275 of pontoon 362 . In addition, pontoon 362 further includes two reinforced, horizontal edge plates 84 extending lengthwise (i.e., axially) along outer regions of the two outermost tubular members 275 .
  • plates 82 , 84 are disposed in a common horizontal plane and are vertically positioned at the middle of tubular members 275 . Connecting plate 82 and edge plates 84 provide structural integrity for pontoon 362 and provide dampening of vertical motion of platform 50 , being thus configured to perform as horizontal heave plates.
  • Axes 276 of tubular members 275 are located in the same horizontal plane.
  • the side-by-side arrangement of tubular members 275 reduces or minimizes the vertical height of pontoon 362 and increases or maximizes its width in that horizontal plane.
  • This configuration of makes pontoon 362 and hull 360 less susceptible to lateral forces that may arise due to ocean currents and waves.
  • this configuration increases the vertical drag of pontoon 362 , configuring it to reduce the heave motions of platform 50 .
  • the use of pontoons 362 may allow the use of smaller or less costly mooring systems than would be used for a conventional hull.
  • column 364 of the hull 360 is substantially the same as column 60 previously described.
  • column 364 includes a plurality of vertical cylindrical tubular members 105 as previously described coupled to each other and sealed by a lower, external deck 130 , which functions as a heave plate.
  • column 364 comprises nine cylindrical tubular members 105 extending parallel to a vertically-oriented, central or longitudinal axis 101 .
  • Tubular members 105 are arranged in a generally square configuration with three tubular members 105 disposed along each side and one central tubular member 105 surrounded by the others.
  • Each pontoon 362 is fixably coupled to a corresponding column 364 with a plurality of connections 285 as previously described—one connection 285 is couples each tubular member 105 to a corresponding tubular member 105 .
  • each tubular member 275 is positioned adjacent one of the vertical tubular members 105 and is coupled to the lower end 105 B of that tubular member 105 with one connection 285 .
  • each connection 285 is a saddle-type connection in which the contoured end 275 A, 275 B of the tubular member 275 wraps partially around outer surface 110 of the corresponding tubular member 105 and is coupled directly thereto (e.g., welded).
  • connection 285 does not include any gussets or brackets extending between the coupled members 275 , 105 , however, in other embodiments, such features may be added.
  • cavities 78 of tubular members 275 in each pontoon 262 , 362 are structurally separated and isolated from each other, from tubular members 105 of columns 64 , and from tubular members 275 of other pontoons 262 , 362 .
  • cavities 78 or their ballast tanks may be interconnected to other members 275 or columns 64 by plumbing.
  • Embodiments of pontoons 62 , 262 , 362 disclosed herein include axially-spaced annular stiffeners 79 disposed along the inner surface of the cylindrical side walls 77 , 277 of the cylindrical tubular members 75 , 275 , but lack internal, longitudinal stiffeners.
  • the circular tubular configuration of members 75 , 275 along with the internal, annular stiffeners 79 provide structural integrity and rigidity while the connecting plates 82 and edge plates 84 function as external longitudinal stiffeners that enhance the structural integrity or rigidity of members 75 , 275 and pontoons 62 , 262 , 362 , as well as reduce heave.

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JP2022029139A (ja) * 2020-08-04 2022-02-17 ヴィーエル オフショア、エルエルシー 風力発電システムを支持するための動揺減衰付き半潜水浮体式基礎
KR20230095361A (ko) * 2021-12-22 2023-06-29 주식회사 포스코 부유식 구조체 및 풍력발전 장치

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US11084553B2 (en) 2021-08-10
JP2019534206A (ja) 2019-11-28
WO2018089597A1 (en) 2018-05-17
US20190291820A1 (en) 2019-09-26
CN110087987B (zh) 2021-09-17
EP3538429A1 (en) 2019-09-18
MX2019005430A (es) 2019-09-27
BR112019009352A2 (pt) 2019-08-06
MX2023000545A (es) 2023-02-13
AU2017357003B2 (en) 2023-06-15
BR112019009352B1 (pt) 2023-09-26
AU2017357003A1 (en) 2019-05-30
EP3538429A4 (en) 2020-08-05
AU2023229560A1 (en) 2023-09-28
KR102223480B1 (ko) 2021-03-05
US20180127060A1 (en) 2018-05-10
KR20190069586A (ko) 2019-06-19
JP6953540B2 (ja) 2021-10-27
CN110087987A (zh) 2019-08-02
EP3538429B1 (en) 2023-08-16

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